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Home My WebLink AboutGFA Geotech Report 2 i Florida's Leading Engineering Source v TFRNATIO� AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 2 Front I Depth feet Description (color, texture, consistency, remarks) 0 - 1 Light gray to brown fine sand SP 1 -4 Dark brown fine sand (SP) 4- 7 Brown fine sand, little silt SP-SM 7 - 8% Dark brown fine sand, some organic silt, trace root muck PT 8'h- 10 Brown fine sand, some silt, trace roots SM I ' 1 Water table at 2 feet below ground surface TEST LOCATION: AB @ CPT— Lot 2 Back Depth feet Description color,texture, consistency, remarks 0 - 5 Brown fine sand, trace silt and clay SP 5 - 6% Dark brown fine sand, some organic silt muck 5'/- 7'/2 Brown fine sand, little silt SP-SM j 7%2- 8 Light gray to brown fine sand, trace silt and clay SP 8- 9 Dark gray fine sand, trace silt and clay SP) ; 9 - 10 Brown fine sand (SP) j I Water table at 3 feet below ground surface TEST LOCATION: AB @ Lot 3 Front N27.223660 W80.297860 .1 Depth feet Description (color, texture, consistency, remarks 0 - 2'/2 Gray to brown fine sand, trace silt SP 2'/2- 3'/ Brown fine sand SP 3%2-6'/ Light gray fine sand (SP) 6%2- 8'/ Dark brown fine sand, some silt SM 8'/2- 10 Brown fine sand, trace roots SP ,I Water table at 33/feet below ground surface i I M Florida's Le�ding Engineering Source I 'yrFRt11A'T10�Pv AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL i 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB@ CPT— Lot 3 Back Depth (feet) Description (color, texture, consistency, remarks 0 - 1% Dark brown fine sand, trace silt and clay SP) 1'h-4 Brown fine sand SP 4- 6'/2 Brown fine sand, some roots (SP) 6%- 9 Dark gray fine sand, some silt, some roots (SM) 9- 10 Brown fine sand, some silt (SM) I i i Water table at 1%feet below ground surface TEST LOCATION: AB @ CPT— Lot 4 Back Depth feet Description color, texture, consistency, remarks 0- 1 Brown fine sand SP 1 - 3 Light gray fine sand, little clay SP-SM,SP-SC 3 -4'/2 Brown fine sand SP 4'/2- 6 Gray fine sand (SP) Water table at 2 feet below ground surface TEST LOCATION: AB @ CPT— Lot 5 Front Depth feet Description (color, texture, consistency, remarks) 0 - 1 Brown fine sand (SP) j 1 -2 Brown to light gray fine sand (SP) j 2 - 3 Brown fine sand, trace roots (SP 3 -4 Brown fine sand, some clay SM,SC 4- 5'/2 Dark brown to dark gray fine sand, some silt SM 5'h- 6 Light brown fine sand (SP) I Water table at 1'/4 feet below ground surface i I I Florida's Leading engineering Source `I FRNASIO� AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No:' NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL I 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 6 Back Depth (feet) Description color,texture, consistency, remarks 0 - 1'/2 Brown fine sand SP 11/2- 2 Gray fine sand (SP) j 2 -4'/2 Pale gray/brown fine sand SP 4'/z- 6'h Brown fine sand SP 6% -7% Brown fine sand, some roots (SP) (sli htl organic) 7'/2- 8 Brown fine sand, little clay SP-SM,SP-SC i Water table at'/Z feet below ground surface q TEST LOCATION: AB @ CPT— Lot 8 Front Left Depth feet Description color, texture, consistency, remarks 0 -2 Brown fine sand SP J 2 - 3 Gray to brown fine sand and roots, trace silt and clay $P (slightly organic) 3-4 Gray to brown fine sand SP 4- 5 Light brown fine sand (SP) j i I Water table at 3%feet below ground surface TEST LOCATION: AB @ Lot 8 Back Left N27.223770 W80.296000 .1 Depth feet Description color, texture, consistency, remarks 0- 1 Brown fine sand, trace silt and clay, trace roots SP 1 - 21/2 Brown to gray fine sand SP 2'/2- 3'/z Brown fine sand (SP) 3'/z- 5 Light brown fine sand (SP) i� i I i Water table at 3 feet below ground surface !� I �I I • I Florida's Leading Engineering Source yT�RNAT10�� AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 &2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ Lot 8 Front Right N27.223620 W80.29581° :1 Depth (feet) Description (color, texture, consistency, remarks) 0 - 1 Brown fine sand, trace silt and clay, trace roots SP 1 -2 Brown fine sand SP 2-3Y Light gray fine sand SP 31/2-4 Gray fine sand SP 4- 5 Light brown fine sand SP Water table at 3 feet below ground surface TEST LOCATION: AB @ CPT— Lot 8 Back Right N27.223790 W80.29587,° Depth (feet) Description color,texture, consistency, remarks 0- 11/2 Brown fine sand, trace silt and clay SP 1'/z- 2'/Z Light gray to brown fine sand SP 2%- 3'h Dark gray fine sand, little roots (SP) 3'/2- 5 Light brown fine sand SP ,I Water table at 3 feet below ground surface TEST LOCATION: AB CPT— Lot 10 Back i Depth feet Description (color, texture, consistency, remarks 0-2 Gray to brown fine sand SP 2- 3 Dark gray fine sand, some silt SM 3 - 5 Light gray fine sand SP Water table at 2'h feet below ground surface I Since 1988 Florida's Leading Engineering Source 'yrFRNAT10�Pv AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project o: 12=1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 12 Front Depth (feet) Description (color, texture, consistency, remarks 0- 3 Gray fine sand SP 3- 5 Light gray fine sand SP i Water table at 2 feet below ground surface TEST LOCATION: AB @ CPT— Lot 14 Back Depth (feet) Description (color, texture, consistency, remarks 0- 1'/2 Gray fine sand, trace to little clay SP,SP-SM 1'/- 3 Dark gray fine sand, little silt SP-SM 3 - 6 Light gray fine sand SP i ,I i Water table at 2 feet below ground surface 1 TEST LOCATION: AB @ CPT— Lot 15 Front Depth (feet) Description color, texture, consistency, remarks 0- 1'/2 Gray fine sand, some clay (SM,SC 1'/2- 2 Light gray fine sand SP 2- 3 Dark gray fine sand, some silt SM 3- 6'/2 Light brown fine sand SP 6%2- 9 Brown fine sand SP 9- 10 Light brown fine sand, little clay SP-SM,SP-SC i Water table at 1'/4 feet below ground surface I Florida's Leading Engineering Source I 'yrFRNfAT10�Pv AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL ,I 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 16 Front Depth feet Description color,texture, consistency, remarks) 0- 1 Light gray fine sand, little clay SP-SM,SP-SC 1 - 1'/2 Gray fine sand, some clay SM,SC 1%2- 2%2 Light gray fine sand SP 2'/2- 3%2 Dark gray fine sand, some silt, trace roots SM , ,1 3%2- 6 Brown fine sand SP I Water table at 13/feet below ground surface TEST LOCATION: AB@ CPT— Lot 17 Front Left Depth (feet) Description color, texture, consistency, remarks) 0- 1 Brown fine sand, trace clay SP 1 - 1'/2 Light gray fine sand SP 1 Y2-2'/2 Gray to brown fine sand, little roots SP 2'/2- 5 Light gray fine sand SP 5 - 8 Dark brown fine sand, some silt(SM) 8- 9 Light brown fine sand, little silt and clay SP-SM Water table at 23/feet below ground surface TEST LOCATION: AB @ CPT— Lot 17 Back Right Depth (feet) Description (color, texture, consistency, remarks 0 - 1 Gray fine sand SP 1 -4 Light gray fine sand (SP 4 -6 Gray to brown fine sand, some roots (highly or anic . I?T 6 - 6 Dark brown fine sand and roots (highly organic)( PT 6- 9 Dark brown fine sand, some silt(SM) 9 - 10 Brown fine sand, little clay SP-SM,SP-SC Water table at 3'/4 feet below ground surface ;� i Ad Florida's Leading Engineering Source 'yTFRNAT10�Pv I AUGER BORING LOGS (ASTM D-1452) j Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ Lot 17 Back Left N27.222500 W80.293610 '1 Depth (feet) Description (color, texture, consistency, remarks) 0 - 1 Brown fine sand (SP) 1 -2'/2 Light gray fine sand, trace roots SP 2'/- 6'h Light gray fine sand SP 6'/2 -7'/2 Dark brown fine sand, some silt, some roots (SM) ((slightly organic) 7'/2- 8'/ Brown fine sand, some silt and clay SM i Water table at 3'h feet below ground surface TEST LOCATION: AB @ CPT— Lot 18 Front Depth (feet) Description color, texture, consistency, remarks) 0 - 1 Gray fine sand (SP) 1 -4 Light gray fine sand SP 4 - 6 Light gray fine sand, some roots (SP) (sli htl organic);J 6 - 8 Brown fine sand, some roots and wood pieces (highly dr anic PT 8- 9 Brown fine sand, little clay SP-SM,SP-SC I Water table at 2'/2 feet below ground surface 'I i TEST LOCATION: AB @ CPT— Lot 18 Back Depth (feet) Description color, texture, consistency, remarks 0- 1 Gray fine sand SP 1 -4'/2 Light gray fine sand SP 4'h- 6 Dark brown fine sand, some silt (SM) j 6 -7'/2 Brown fine sand and pieces of wood and roots (highly organic)( PT 71/2- 9 Light brown fine sand (SP) 9- 10 Light brown fine sand, trace to little clay SP ,I Water table at 3'/4 feet below ground surface I i I i Florida's Leading Engineering Source I 'yrFRNA'T10�Pv AUGER BORING LOGS (ASTM D-1452) j Client: Standard Pacific Homes, South Florida Project o: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No:, NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL ! 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 19 Front Depth feet Description (color, texture, consistency, remarks) 0- 1 Brown fine sand, little clay SP-SM,SP-SC 1 -2 Brown fine sand, some clay SM,SC 2 - 3 Gray fine sand SP J 3 - 5% Light gray fine sand SP 5%2- 8 Dark brown fine sand, some silt, trace roots SM I I �i Water table at 6 feet below ground surface TEST LOCATION: AB @ CPT— Lot 19 Back Depth (feet) Description color, texture, consistency, remarks 0 - 1/2 Brown fine sand, little silt SP-SM '/-2 Light gray to brown fine sand SP 2- 3Y2 Brown fine sand, trace silt SP 3'/- 7 Light gray fine sand SP 7- 8 Dark brown fine sand, some shell, trace roots SP I Water table at 5 feet below ground surface I .I TEST LOCATION: AB CPT— Lot 20 Back Depth (feet) Description color, texture, consistency, remarks), 0 -2 Brown fine sand SP 2- 5 Light gray fine sand SP 5- 8 Dark brown fine sand, some silt SM I Water table at 4'/2 feet below ground surface j i Porida's Leading Engineering Source 'yrFRNAT10�Pv AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT- Lot 21 Back Depth (feet) Description (color,texture, consistency, remarks) 0-2 Brown fine sand (SP) 2-4'/ Light gray fine sand SP 4'/2- 6 Dark brown fine sand, some silt SM Water table at 5%feet below ground surface TEST LOCATION: AB@ CPT- Lot 23 Back Depth (feet) Description color, texture, consistency, remarks) 0-4 Brown fine sand SP 4- 5 Light gray fine sand SP 5- 8 Pale brown/gray brown/gray fine sand SP 8 - 9 Dark brown fine sand, some silt SM 9 - 10 Light brown fine sand, little silt (SP-SM) 10 - 11 Light gray fine and, some clay SM,SC Water table at 5%feet below ground surface TEST LOCATION: AB CPT— Lot 25 Front Depth feet Description color, texture, consistency, r4marks 0 - 1'/2 Light gray fine sand SP 1'/- 6 Pale brown/gray brown/gray fine sand SP i� Water table at 5 feet below ground surface Florida's Leading Engineering Source .I y��RNA'T10�P AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL ,1 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 26 Front Depth (feet) Description (color, texture, consistency, remarks 0- 1 Light brown fine sand (SP) 1 -4 Pale brown/gray brown/gray fine sand SP 4- 5'/2 Dark brown fine sand, some silt SM 5'/2- 6 Dark gray fine sand (SP) j ! I Water table at 5'h feet below ground surface TEST LOCATION: AB @ CPT— Lot 28 Back Depth (feet) Description color, texture, consistency, remarks 0 - 1 Light brown fine sand, little silt and clay SP-SM 1 - 2 Gray fine sand SP 2-4 Pale brown/gray brown/gray fine sand (SP) J 4- 6 Light brown fine sand, little roots SP I i! I Water table at 4'/4 feet below ground surface TEST LOCATION: AB @ CPT— Lot 30 Front Depth feet Description color,texture, consistency, remarks) 0 - 1 Brown fine sand, little clay SP-SM,SP-SC 1 - 3 Gray fine sand SP 3- 5'/ Pale brown/gray brown/gray fine sand (SP 5'/2- 5 Dark brown fine sand, some silt(SM) .I Water table at 4 feet below ground surface I i it Florida's Leading Engineering Source 'yTFRNAS►O�Pv AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 1 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 32 Back Depth (feet) Description color,texture, consistency, remarks 0- 1/2 Brown to gray fine sand, trace silt and clay SP 1/2-2 Gray fine sand SP 2 - 3 Light gray fine sand (SP) 3-4% Pale brown/gray brown/gray fine sand SP 4%2- 5% Brown fine sand, some silt SM 5'/z- 6 Light brown fine sand SP i Water table at 5%feet below ground surface TEST LOCATION: AB @ CPT— Lot 34 Front Depth (feet) Description color, texture, consistency, remarks) 0- 1 Gray fine sand, little roots SP 1 - 5 Pale brown/gray brown/gray fine sand, occasional roots SP 5 - 6 Dark brown fine sand, some silt(SM) Water table at 2'/2 feet below ground surface J TEST LOCATION: AB al CPT— Lot 36 Front Depth (feet) Description color, texture, consistency, remarks 0- 1'/ Gray fine sand SP 1'h-4 Light brown fine sand, trace roots SP 4- 9 Brown fine sand, some silt, little clay SP-SM,SP-SC 9 - 10 Light gray to brown fine sand, some silt and clay SM,SC 1 i Water table at 2 feet below ground surface Florida's Le ding Engineering Source �Rf11AT10� AUGER BORING LOGS (ASTM D''1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 36 Back Depth (feet) Description (color,texture, consistency, remarks) 0 - '/2 Brown fine sand, trace clay SP %2- 5 Light gray to brown fine sand SP ,I Water table at 2'/2 feet below ground surface TEST LOCATION: AB @ CPT— Lot 38 Front Depth feet Description color, texture, consistency, remarks 0-2 Brown fine sand, trace clay SP 2- 3 Dark brown fine sand, trace clay, trace roots SP 3 - 5 Light brown fine sand, trace roots SP ;I Water table at 2%feet below ground surface TEST LOCATION: AB CPT— Lot 39 Back Depth feet Description color,texture, consistency, remarks 0- 1 Dark brown fine sand, trace clay, trace roots SP 1 -2'/2 Gray fine sand, little roots (SP) 2'/2-6 Light brown fine sand SP Water table at 1'/2 feet below ground surface i �I i I Florida's Leading Engineering Source y Pv rFanras�o�'. � AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 1 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 40 Back Depth (feet) Description (color, texture, consistency, remarks 0 - 1 Gray to brown fine sand SP 1 -6 Light brown fine sand SP 6- 7 Brown fine sand, some silt(SM) j 7- 8 Light brown fine sand, little silt and clay SP-SM 8 - 9 Gray fine sand, some silt and clay SM,SC Water table at 13/feet below ground surface TEST LOCATION: AB @ CPT— Lot 41 Front Depth (feet) Description color,texture, consistency, remarks 0- 1 '/2 Brown fine sand, trace clay SP 1 1/2- 3 Gray fine sand (SP) 3- 5 Light brown fine sand SP I I Water table at 2%feet below ground surface TEST LOCATION: AB @ CPT— Lot 43 Back Depth (feet) Description color,texture, consistency, remarks) 0 - 2 Brown fine sand SP 2 - 3 Gray fine sand, trace roots SP 3-4 Light brown fine sand SP 4- 5 Brown fine sand, some silt SM i Water table at 1'/4 feet below ground surface I I ,I l Florida's Leading Engineering Source rFRNANi AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No:l NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB@ CPT— Lot 45 Front Depth (feet) Description (color,texture, consistency, remarks) 0- 3 Dark brown fine sand, little roots SP 3-4 Gray fine sand SP 4- 5 Light brown fine sand (SP) , �I Water table at 1 Y4 feet below ground surface I TEST LOCATION: AB CPT— Lot 47 Back Depth (feet) Description (color,texture, consistency, remarks) 0- 1 Brown fine sand, little clay SP-SM,SP-SC 1 -2 Light brown fine sand, little clay SP-SM,SP-SC 2 - 3 Dark gray fine sand, little silt, some roots SP-SM 3- 5'h Light gray fine sand SP 5'/- 6%2 Dark brown organically stained fine sand, some silt SM 6Y2- 8 Brown fine sand SP 8 - 9 Light brown fine sand SP 9 - 10 Light gray fine sand, trace to little clay SP,SP-SM Water table at 2 feet below ground surface 'I i 'I ,I j GFA INTERNATIONAL ' 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida I fate: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lib No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 2(Front) N27.223401 W80.297601 Page: 1 of 1 Elevation: Existing Grade Field Data 9� Cone Bearing,qc(tsf) Friction Ratio,FR P P+S (tsf) FR (mete s) 0 40 80 120 160 200 240 280 320 0 2 4 6 8 o 14 28 2.4 0.2 27 32 54 2.0 0.4 27 35 54 1.2 0.6 40 45 80 1.7 0.8 42 52 84 1.7 1.0 37 48 74 0.9 1.2 12 17 24 1.7 1.4 5 9 12 18 2.2 1.6 7 10 14 1.9 1.8 8 10 16 3.3 2.0 4 8 8 16.5 2.2 40 50 80 3.3 2.4 80 100 160 1.7 2.6 110 130 220 1.2 2.8 100 120 200 0.7 3.0 10 90 100 180 1.5 3.2 80 100 160 1.2 3.4 35 50 70 1.7 3.6 28 37 56 1.2 3.8 20 25 40 2.3 4.0 18 25 36 1.8 4.2 15 20 30 2.2 4.4 IS 20 25 40 1.7 4.6 15 20 30 3.1 4.8 20 27 40 2.6 5.0 25 33 50 5.2 d w 20 a ai A 25 r 30 i �I 35 I 40 P:Projects120121l2-1095.03 Riverbend(Standard Pacific Homes)IGeoUppendicesWpp E-CPT Soundings Done i GFA INTERNATI®NAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAX:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida I fate: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN 1 ig ID: OshKosh Location: CPT @ Lot 2(Center) N27.223511 W80.297551 Page: 1 of 1 Elevation: Existing Grade Field Data Cone Bearing,qc(tsf) Friction Ratio,FR P P+S (ts q� FR (meters) 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 14 28 4.7 0.2 40 50 80 1.3 0.4 47 55 94 1.4 0.6 60 70 120 1.1 0.8 60 70 120 2.2 1.0 70 90 140 1.9 1.2 80 100 160 1.2 1.4 5 65 80 130 2.0 1.6 60 80 120 2.2 1.8 70 90 140 1.4 2.0 65 80 130 1.5 2.2 52 67 104 1.3 2.4 60 70 120 2.2 2.6 70 90 140 1.9 2.8 80 100 160 1.7 3.0 10 80 100 160 0.7 3.2 9 18 18 3.7 3.4 _ 8 13 16 4.1 3.6 5 10 10 4.0 3.8 7 10 14 3.8 4.0 6 10 12 5.5 4.2 25 30 50 1.6 4.4 24 30 48 4.4 4.6' 15 22 38 44 3.0 4.8 38 48 76 1.0 5.0 42 48 84 5.2 at w v 20 a � d A 25 i 30 . I 35 -=1 ------ffi-AILLI.1 1.1... 40 i P:WrojectsQ012U24095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesWpp E-CPT Soundings Done i i GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 1 I CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lib No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN 1 ig ID: OshKosh Location: CPT @ Lot 2(Back) N27.223611 W80.297521 Page: 1 of 1 Elevation: Existing Grade Field Data q� Cone Bearing,qc(tsf) Friction Ratio,FR P P+S is FR (meters) 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 11 22 3.0 0.2 37 42 74 1.4 0.4 40 48 80 1.7 0.6 30 40 60 1.8 0.8 20 28 40 2.3 1.0 16 23 32 1.2 1.2 22 25 44 1.5 1.4 5 25 30 50 1.8 1.6 35 42 70 0.6 1.8 9 12 18 2.2 2.0 20 23 40 4.0 2.2 13 25 26 2.5 2.4 30 35 60 2.6 2.6 40 52 80 2.5 2.8 37 52 74 2.9 3.0 10 37 53 74 2.1 3.2 28 40 56 1.9 3.4 24 32 48 1.7 3.6 23 29 46 2.9 3.8 30 40 60 2.2 4.0 32 42 64 1.7 4.2 25 33 50 1.8 4.4 15 25 32 50 1.6 4.6 24 30 48 1.7 4.8 25 31 50 1.8 5.0 25 32 50 5.2 m .� 20 ' a A ' 25 I 30 35 40 fl+ i P:IProjects12012112-1095.03 Riverbend(Standard Pacific Hoines)IGeo UppendicesWpp E-CPT Soundings Done GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAX:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 3(Back) N27.223831 W80.297591 Page: 1 of 1 Elevation: Existing Grade Cone Bearing,qc(tsf) Friction Ratio,FR Field Data qc Depth p p+S (tsf) FR (meters) 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 12 24 2.2 0.2 26 30 52 1.8 0.4 38 45 76 1.2 0.6 31 38 62 1.3 0.8 20 26 40 2.6 1.0 17 25 34 0.0 1.2 39 39 78 1.5 1.4 5 26 35 52 3.0 1.6 20 32 40 2.3 1.8 38 45 76 2.3 2.0 42 55 84 3.1 2.2 70 90 140 0.9 2.4 60 70 120 1.7 2.6 55 70 110 1.8 2.8 55 70 110 1.8 3.0 10 55 70 110 2.2 3.2 42 60 84 2.4 3.4 25 40 50 2.6 3.6 15 25 30 2.6 3.8 19 25 38 3.5 4.0 13 23 26 4.6 4.2 13 22 26 2.0 4.4 16 20 32 4.1 4.6 15 20 30 40 3.3 4.8 25 35 50 3.2 5.0 30 42 60 5.2 d w 20 a � I A 25 30 I 35 40 P:IProjectsQ012U2-1095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesUpp E-CPT Soundings Done I I i GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Flield Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 4(Front) N27.223351 W80.296551 Page: 1 of 1 Elevation: Existing Grade Field Data q� Cone Bearing,qc(tsf) FR Depth 0 40 80 120 160 200 240 280 320 rictign Ratio,F6R P P+S 8 (tsf) 0 13 26 5.1 0.2 40 50 80 2.5 0.4 40 55 80 2.3 0.6 48 62 96 2.2 0.8 32 48 64 2.5 1.0 55 67 110 2.4 1.2 70 90 140 1.9 1.4 5 60 80 120 2.2 1.6 60 80 120 2.4 1.8 58 80 116 1.9 2.0 53 70 106 2.0 2.2 54 70 108 1.5 2.4 111 58 70 116 1.7 2.6 55 70 110 2.2 2.8 42 60 84 2.7 3.0 10 35 52 70 1.9 3.2 27 37 54 2.2 3.4 20 29 40 2.3 3.6 18 25 36 1.8 3.8 23 28 46 2.3 4.0 25 33 50 1.3 4.2 35 40 70 1.7 4.4 15TA I 38 47 76 1.4 4.6 52 60 104 1.7 4.8 52 65 104 1.3 5.0 50 60 100 5.2 a� w q 20 a � A 25 30 i. f I 35 40 P:IProjects12012112-1095.03 Riverbend(Standard Pacific Homes)IGeoUppendicesUpp E-CPT Soundings Done ,I it GF'A INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 dIab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 4(Back) N27.223351 W80.296711 Piage: 1 of 1 Elevation: Existing Grade Field Data 9c Cone Bearing,qc(tsf) FR Depth 0 40 80 120 160 200 240 280 320 �j rictign Rtio,FR 8 P P+S ( }) (meters) 0 12 24 1.7 0.2 �. 22 25 44 2.1 0.4 19 26 38 2.4 0.6 35 42 70 1.5 0.8 35 43 70 1.9 1.0 35 45 70 1.9 1.2 30 40 60 2.2 1.4 5 40 50 80 3.3 1.6 90 110 180 1.5 1.8 80 100 160 1.7 2.0 70 90 140 1.9 2.2 80 100 160 0.8 2.4 120 130 240 1.1 2.6 130 150 260 1.0 2.8 140 160 280 0.9 3.0 10 130 150 260 1.0 3.2 T 130 150 260 1.0 3.4 120 140 240 1.1 3.6 80 100 160 1.7 3.8 60 80 120 1.9 4.0 48 65 96 1.4 4.2 19 29 38 1.7 4.4 15 16 21 32 2.9 4.6 13 20 26 2.0 4.8 22 26 44 1.2 5.0 28 32 56 5.2 d � 20 � a d A 25 30 i 35 40 P:WrojectA2012V 2-1095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesWpp E-CPT Soundings Done i GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 I CONE PENETRATION SOUNDING (ASTM D 3441) I Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL' Field Crew: PM/WN 1 lig ID: OshKosh Location: CPT @ Lot 5(Front) N27.223501 W80.296590 Page: 1 of 1 Elevation: Existing Grade Field Data 9 Depth �i'rlct' n R do F�j P P+S � Cone Bearing,qc(tsf) U FR 0 40 80 120 160 200 240 280 320 ' 6 8 (tsf) (meters) 0 10 20 3.3 0.2 I' 27 32 54 1.0 0.4 22 26 44 1.5 0.6 50 55 100 2.6 0.8 60 80 120 2.2 1.0 70 90 140 1.9 1.2 80 100 160 1.7 1.4 5 120 140 240 1.1 1.6 100 120 200 1.3 1.8 60 80 120 2.2 2.0 40 60 80 2.5 2.2 50 65 100 2.2 2.4 53 70 106 1.5 2.6 58 70 116 1.7 2.8 40 55 80 2.5 3.0 10 40 55 80 0.8 3.2 35 40 70 1.3 3.4 20 27 40 2.3 3.6 15 22 30 4.4 3.8 25 35 50 2.1 4.0 35 43 70 1.9 4.2 42 52 84 1.9 4.4 43 55 86 1.2 4.6 15 40 48 80 1.7 4.8 40 50 80 1.7 5.0 40 50 80 5.2 w 20 a A 25 30 i 35 40 P:IProjectsQ012U2-1095.03 Riverbend(Standard Pacific Homes)IGeoUppendicesUpp E-CPT Soundings Done i GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 i CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Liab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN l lig ID: OshKosh Location: CPT @ Lot 5(Back) N27.223681 W80.296691 Page: 1 of 1 Elevation: Existing Grade Field Data qc Cone Bearing,qc(tsf) Depth rict n Rtio,FR P P+S (ts� FR (meters) 0 40 80 120 160 200 240 280 320 8 0 7 14 4.7 0.2 35 40 70 1.1 0.4 52 58 104 1.5 0.6 40 52 80 1.2 0.8 58 65 116 2.3 1.0 80 100 160 1.7 1.2 60 80 120 2.2 1.4 5 70 90 140 0.9 1.6 60 70 120 1.7 1.8 30 45 60 2.9 2.0 111119 > 17 30 34 1.2 2.2 25 28 50 2.4 2.4 32 41 64 2.1 2.6 35 45 70 1.9 2.8 35 45 70 1.5 3.0 10 it 42 50 84 0.8 3.2 45 50 90 1.2 3.4 35 43 70 0.9 3.6 35 40 70 1.5 3.8 32 40 64 2.1 4.0 32 42 64 1.7 4.2 30 38 60 1.1 4.4 15 32 37 64 1.7 4.6 24 32 48 2.8 4.8 40 50 80 1.3 5.0 37 45 74 5.2 m w 20 a A 25 30 I 35 40 I P:IProjecIA20M12-1095.03 Riverbend(Standard Pacific Homes)IGeol 4ppendiceslApp E-CPT Soundings Done i GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.Lum,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida ! I j ate: 1/29/2014 P�oject No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 L'ab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Fiield Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 6(Front) N27.223831 W80.296360 Page: 1 of 1' Elevation: Existing Grade Field Data qc Cone Bearing,qc(tsf) FR Depth 0 40 80 120 160 200 240 280 320 �rictign Rtio,F6R 8 P P+S (tsf) (meters) 0 10 20 3.3 0.2 35 40 70 2.3 0.4 45 57 90 2.9 0.6 60 80 120 1.7 0.8 50 65 100 1.5 1.0 42 53 84 2.4 1.2 45 60 90 1.5 1.4 5 48 58 96 1.9 1.6 34 48 68 2.5 1.8 45 58 90 2.2 2.0 45 60 90 1.5 2.2 28 38 56 1.2 2.4 45 50 90 1.8 2.6 35 47 70 2.5 2.8 35 48 70 1.9 3.0 10 40 50 80 2.0 3.2 38 50 76 2.1 3.4 30 42 60 2.2 3.6 32 42 64 1.0 3.8 32 37 64 3.3 4.0 31 47 62 2.1 4.2 32 42 64 1.2 4.4 15 34 40 68 1.7 4.6 33 42 66 1.8 4.8 33 42 66 1.4 5.0 32 39 64 5.2 w ,q 20 a � � d � A 25 30 i i 35 40 P:IProjectA2012112-1095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesWpp E-CPT Soundings Done GFA INTERNATIONAL j 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida )i jate: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 6(Back) N27.2238101 W80.296361 Plage: 1 of 1 Elevation: Existing Grade D Field Data q� Cone Bearing,qc(tsf) Depth Yrictign R11io,6R 8 tsf) (meters) P P+S FR 0 40 80 120 160 200 246 280 320 ( , 0 � 45 90 0.7 0.2 50 55 100 2.6 0.4 70 90 140 0.9 0.6 60 70 120 1.9 0.8 45 62 90 1.9 1.0 37 50 74 2.5 1.2 34 48 68 2.3 1.4 5 40 52 80 2.5 1.6 47 62 94 1.4 1.8 42 52 84 2.0 2.0 25 38 50 1.3 2.2 13 18 26 4.1 2.4 22 30 44 3.6 2.6 30 42 60 2.0 2.8 35 44 70 2.1 3.0 10 30 41 60 3.7 3.2 33 50 66 3.4 3.4 48 65 96 2.2 3.6 50 66 100 1.6 3.8 43 55 86 1.8 4.0 37 49 74 2.0 4.2 30 41 60 2.4 4.4 33 44 66 2.2 4.6 15 34 45 68 2.1 4.8 39 50 78 1.5 5.0 35 44 70 5.2 d �. 20 i a A � 25 i 30 I I 35 40 P:Wrojects120121124095.03 Riverbend(Standard Pacific Homes)IGeoUppendices`App E-CPT Soundings Done G F'A INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL' Held Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 7(Front) N27.2238181 W80.2961110 Page: I of 1 Elevation: Existing Grade Cone Bearing,qc(tsf) Field Data q` FR Depth 0 40 80 120 160 200 240 280 320 rictign Rtio,FR 8 P P+S (tst) (meters) 0 50 100 1.3 0.2 IL 55 65 110 2.4 0.4 60 80 120 2.2 0.6 80 100 160 1.7 0.8 80 100 160 1.7 1.0 10 80 100 160 1.7 1.2 70 90 140 1.9 1.4 5 70 90 140 1.9 1.6 70 90 140 1.9 1.8 60 80 120 2.2 2.0 80 100 160 1.7 2.2 60 80 120 1.1 2.4 30 40 60 2.6 2.6 25 37 50 2.6 2.8 50 60 100 2.0 3.0 10 65 80 130 1.2 3.2 j 30 42 60 2.6 3.42 30 42 60 2. 3.6 32 42 64 2.5 3.8 j 35 47 70 2.6 4.0 38 52 76 1.9 4.2 49 60 98 1.9 4.4 48 62 96 1.7 4.6 15 50 62 100 1.7 4.8 50 63 100 1.8 5.0 48 62 96 5.2 d w 20 a d A ( 25 I i ( ` I 1 30 i. I i 35 IT i I i I 40 P:IProjects12012112-1095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesUpp E-CPT Soundings Done i GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FLI Flield Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 7(Back) N27.1 W80.0 Page: 1 of 1 Elevation: Existing Grade Field Data q� Depth Cone Bearing,qc(tsf) rIc n R tio,FR P P+S FR 0 40 80 120 160 200 240 280 320 6 8 (tsf) (meters) 0 17 34 3.9 0.2 50 60 100 1.7 0.4 50 63 100 1.6 0.6 30 42 60 2.2 0.8 �. 55 65 110 2.4 1.0 70 90 140 1.9 1.2 80 100 160 1.7 1.4 5 80 100 160 1.7 1.6 90 110 180 1.5 1.8 80 100 160 1.7 2.0 60 80 120 2.0 2.2 52 70 104 2.3 2.4 20 38 _ 40 4.3 2.6 0-1 18 31 36 5.5 2.8 35 50 70 1.9 3.0 10 60 70 120 2.2 3.2 90 110 180 1.5 3.4 80 100 160 1.7 3.6 60 80 120 2.0 3.8 52 70 104 2.2 4.0 48 65 96 2.8 4.2 70 90 140 1.4 4.4 15 55 70 110 1.9 4.6 42 58 84. 2.4 4.8 45 60 90 1.9 5.0 37 50 74 5.2 42 C. 20 ' d A 25 r �i 30 ( I 35 i I 40 P:IProjects12012112-1095.03 Riverbend(Standard Pacific Homes)IGeolAppendicesUpp E-CPT Soundings Done GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 1 I CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Flield Crew: PNMN Rig ID: OshKosh Location: CPT @ Lot 8(Front) N27.2236580 W80.2960280 Page: 1 of 1 Elevation: Existing Grade Field Data qc Cone Bearing,qc(tsf) Depth 0 40 80 120 160 200 240 280 320 �j rictign Ritio,F6R 8 P P+S (ts� (meters) 0 60 120 1.7 0.2 65 80 130 2.0 0.4 80 100 160 1.0 0.6 68 80 136 1.9 0.8 80 100 160 1.7 1.0 80 100 160 1.5 1.2 52 70 104 2.5 1.4 5 60 80 120 2.2 1.6 80 100 160 1.7 1.8 80 100 160 1.7 2.0 80 100 160 1.7 2.2 70 90 140 1.4 2.4 65 80 130 2.0 2.6 70 90 140 1.4 2.8 45 60 90 1.5 3.0 10 60 70 120 2.0 3.2 62 80 124 1.1 3.4 60 70 120 2.4 3.6 48 70 96 2.1 3.8 45 60 90 1.9 4.0 42 55 84 2.4 4.2 55 70 110 1.6 4.4 45 58 90 1.9 4.6 15 35 48 70 2.5 4.8 40 53 80 2.0 5.0 45 57 90 5.2 d 20 a • A I 25 30 i 35 40 P:Wrojects20IM-1095.03 Riverbend(Standard Pacific Homes)IGeolAppendicesApp E-CPT Soundings Done i GFA INTERNATIONAL I 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAX:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 8(Back) N27.2238161 W80.2958701 Page: 1 of 1 Elevation: Existing Grade Cone Bearing,qc(tsf) Field Data �� Depth riot' n R d 'o F P P+S 0 40 80 120 160 200 240 280 320 8 (tsf)- FR (meters) 0 40 80 0.8 0.2 55 60 110 2.4 0.4 70 90 140 1.2 0.6 45 58 90 1.0 0.8, 58 65 116 1.7 1.0 55 70 110 2.4 1.2 or 70 90 140 1.9 1.4 5 70 90 140 1.9 1.6 60 80 120 2.2 1.8 60 80 120 1.1 2.0 50 60 100 2.6 2.2 45 65 90 1.9 2.4 52 65 104 1.3 2.6 60 70 120 2.0 2.8 40 58 80 3.0 3.0 10 37 55 74 2.9 3.2 42 58 84 2.2( 3.4 38 52 76 2.6 3.6 35 50 70 2.3 3.8 36 48 72 2.4 4.0 33 46 66 3.0 4.2 40 55 80 2.5 4.4 40 55 80 2.1 4.6 15 42 55 84 2.4 4.8 45 60 90 1.8 5.0 40 52 80 5.2 i d w 20 a I d r A 25 30 i I 35 40 P:WrojectA2012U24095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesWpp E-CPT Soundings Done j GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 IJIab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 9(Front) N27.2236051 W80.2956511 Plage: 1 of 1 Elevation: Existing Grade Field Data 4c Cone Bearing,qc(tsf) FR Depth 0 40 80 120 160 200 240 280 320 fj'ricti n Ritio,F6R 8 P P+S (tsf) (meters) 0 12 24 2.8 0.2 Is 35 40 70 1.9 0.4 60 70 120 1.1 0.6 70 80 140 1.9 0.8 90 110 180 1.5 1.0 100 120 200 1.3 1.2 80 100 160 1.7 1.4 5 80 100 160 1.7 1.6 90 110 180 1.5 1.8 90 110 180 0.7 2.0 70 80 140 1.9 2.2 90 110 180 0.7 2.4 100 110 200 1.3 2.6 100 120 200 0.7 2.8 100 110 200 1.3 3.0 10 70 90 140 1.6 3.2 40 57 80 2.8 3.4 43 60 86 2.3 3.6 48 63 96 2.8 3.8 50 70 100 2.2 4.0 53 70 106 2.1 4.2 38 55 76 3.0 4.4 40 57 80 1.7 4.6 15 45 55 90 2.2 4.8 55 70 110 2.2 5.0 62 80 124 5.2 d w .0 20 a � A I 2s 30 I I I I 35 40 W, --H+H*T P:IProjectsQ012V2-1095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesUpp L-CPT Soundings Done GEA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3586 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida late: 1/29/2014 P�oject No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL, Eneld Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 9(Back) N27.2237191 W80.2953831 Page: 1 of 1 Elevation: Existing Grade Field Data Cone Bearing,qc(tst) rict n Rado FR q` FR Depth 0 40 80 120 160 200 240 280 320; Z 4 ' b 8 P P+S (tsfj (meters) 0 i 19 38 2.1 0.2 (. 32 38 64 1.4 0.4 33 40 66 1.4 0.6 48 55 96 1.4 0.8 60 70 120 2.2 1.0 60 80 120 2.2 1.2 80 100 160 1.7 1.4 5 I. 80 100 160 1.7 1.6 70 90 140 1.9 1.8 70 90 140 1.9 2.0 60 80 120 1.1 2.2 50 60 100 1.3 2.4 20 30 40 3.0 2.6 15 24 30 2.2 2.8 25 30 50 2.1 3.0 10 30 38 60 2.2 3.2 35 45 70 2.5 3.4 38 51 76 2.3 3.6 42 55 84 2.7 3.8 41 58 82 2.6 4.0 44 60 88 2.4 4.2 42 58 84 1.9 4.4 38 50 76 2.4 4.6 15 30 44 60 1.5 4.8 25 32 50 2.9 5.0 17 28 34 5.2 m w .. . a 20 I � a� A I i I 25 30 I 35 i I ; r 40 i P:Wrojects12012112-1095.03 Riverbend(Standard Pacific Homes)IGeoUppendicesWpp E-CPT Soundings Done I GEA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAX:(772)924-3586 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida 1 j ate: 1/29/2014 Prof ect No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 10(Front) N27.2236721 W80.2953381 Page: 1 of 1 Elevation: Existing Grade Cone Bearing,qc(tsf) Field Data 9� Depth f'rict4m R tio,F6R P P+S FR 0 40 80 120 160 200 240 280 320; 8 (tst) (meters) 0 i 18 36 2.6 0.2 25 32 50 3.4 0.4 42 55 84 1.6 0.6 60 70 120 2.0 0.8 52 70 104 2.2 1.0 38- 55 76 2.1 1.2 38 50 76 2.4 1.4 36 50 72 1.7 1.6 5 I. 40 49 80 1.7 1.8 33 43 66 3.0 2.0 20 35 40 4.0 2.2 25 37 50 4.0 2.4 8 46 5.7 2.6 50 70 100 1.3 2.8 i. 70 80 140 1.9 3.0 23 3 10 45 65 90 2.6 3.2 40 58 80 2.8 3.4 45 62 90 2.9 3.6 50 70 100 1.3 3.8 70 80 140 1.4 4.0 65 80 130 1.5 4.2 i. 55 70 110 2.4 4.4 15 60 80 120 2.2 4.6 70 90 140 1.9 4.8 70 90 140 1.9 5.0 60 80 120 5.2 42 20 a A � I I I 25 I I 30 I i 35 I i I 40 I P:Wrojects12012U2-1095.03 Riverbend(Standard Pacific Homes)MeolAppendicesWpp E-CPT Soundings Done �i GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida ate: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FLI Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 10(Back) N27.2235481 W80.2951121 Page: 1 of 1 Elevation: Existing Grade Cone Bearing,qc(tsf) Field Data q� Depth U rict' n R tio,FR P P+S (tst) FR (meters) 0 40 80 120 160 200 240 280 320- i 6 8 0 � 30 60 1.5 0.2 28 35 56 2.4 0.4 38 48 76 1.7 0.6 52 62 104 1.7 0.8 52 65 104 2.2 1.0 50 67 100 3.3 1.2 55 80 110 2.4 1.4 5V. 70 90 140 1.9 1.6 70 90 140 1.9 1.8 80 100 160 1.7 2.0 80 100 160 0.8 2.2 40 50 80 1.7 2.4 60 70 120 0.6 2.6 35 40 70 2.8 2.8 45 60 90 2.9 3.0 10 70 90 140 1.4 3.2 j 50 65 100 2.0 3.4 37 52 74 2.3 3.6 40 53 80 1.7 3.8 j 60 70 120 1.9 4.0 48 65 96 1.4 4.2 40 50 80 3.6 4.4 j 58 80 116 1.7 4.6 15 55 70 110 2.4 4.8 60 80 120 2.2 5.0 70 90 140 5.2 d I. 20 a A �I r r' 25 L i 30 r' 35 'h r i 40 i 'i I P:IProjectA2012U2-1095.03 Riverbend(Standard Pacific Homes)Ueot4ppendicesWpp E-CPT Soundings Done i i GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LuciE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/28/2014 Pro ect No.: 12-1095.03 Project. Proposed Riverbend Development:Lots 1-47 Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln St.Lucie County,FLU Field Crew: PNI/WN ;ig ID: OshKosh Location: CPT @ Lot 11 (Front) N27.2235441 W80.2951191 Page: 1 of 1 Elevation: Existing Grade Field Data Cone Bearing,qc(tsf) qc FR Depth 0 40 80 120 160 200 240 280 320 ; rictign Rtio,F6R 8 P P+S (tsf) (meters) 0 17 34 3.1 0.2 42 50 84 1.4 0.4 52 61 104 1.3 0.6 45 55 90 0.7 0.8 48 53 96 0.6 1.0 48 52 96 1.7 1.2 50 62 100 1.6 1.4 5 58 70 116 1.1 1.6 70 80 140 1.1 1.8 58 70 116 2.3 2.0 50 70 100 1.3 2.2 20 30 40 2.0 2.4 21 27 42 3.1 2.6 20 30 40 2.6 2.8 20 28 40 2.6 3.0 10 17 25 34 2.3 3.2 25 31 50 1.8 3.4 20 27 40 1.3 3.6 18 22 36 2.2 3.8 24 30 48 1.7 4.0 32 38 64 2.9 4.2 38 52 76 2.4 4.4 15 38 52 76 2.1 4.6 45 57 90 2.1 4.8 46 60 92 2.6 5.0 52 70 104 5.2 as w w 20 A i i i 25 30 35 I 40 i P:IProjects120M]2-1095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesWpp E-CPT Soundings Done I GFA INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida ate: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 i Lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL, Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 11 (Back) N27.2235481 W80.2948451 Page: 1 of 1 Elevation: Existing Grade Field Data Cone Bearing,qc(tsf) q� Depth ricf n R tio,FR P P+S (t1C FR (meters) 0 40 80 120 160 200 246 280 320 6 8 0 13 26 2.5 0.2 40 45 80 1.3 0.4 40 48 80 1.7 0.6 48 58 96 1.4 0.8 65 75 130 1.0 1.0 60 70 120 1.1 1.2 60 70 120 1.7 1.4 5 55 70 110 1.4 1.6 58 70 116 0.9 1.8 40 48 80 2.0 2.0 20 32 40 2.3 2.2 13 20 26 3.6 2.4 18 25 36 4.0 2.6 18 29 36 3.3 2.8 16 25 32 3.3 3.0 10 12 20 24 5.5 3.2 11 21 22 4.2 3.4 18 25 36 2.2 3.6 22 28 44 2.1 3.8 28 35 56 1.9 4.0 C 37 45 74 1.4 4.2 40 48 80 2.1 4.4 15 38 51 76 1.7 4.6 60 70 120 0.2 4.8 68 70 136 1.2 5.0 i. 50 62 100 5.2 y f d � 20 a d � A I 25 30 I 35 i 40 P:IProjects12012112-1095.03 Riverbend(Standard Pacific Homes)IGeolAppendiceslApp E-CPT Soundings Done I 1 - I GF'A INTERNATIONAL 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL field Crew: PNI/WN Rig ID: OshKosh Location: CPT @ Lot 12(Front) N27.223381 W80.294921 Page: 1 of 1 Elevation: Existing Grade Field Data q. Cone Bearing,qc(tsf) Depth 0 40 80 120 160 200 240 280 320 rictign RItio,F6R 8 P p+S (Ysf) (meters) 0 45 90 1.5 0.2 40 50 80 1.2 0.4 35 42 70 1.9 0.6 28 38 56 2.4 0.8 70 80 140 0.9 1.0 110 120 220 1.2 1.2Ak 80 100 160 1.7 1.4 5 28 48 56 2.8 1.6 20 32 40 2.3 1.8 10 17 20 5.3 2.0 30 38 60 1.1 2.2 30 35 60 1.5 2.4 28 35 56 1.9 2.6 25 33 50 2.6 2.8 25 35 50 1.8 3.0 10 28 35 56 1.9 3.2 27 35 54 3.2 3.4 15 28 30 3.5 3.6 30 38 60 1.5 3.8 28 35 56 1.7 4.0 28 35 56 1.7 4.2 48 55 96 2.3 4.4 38 55 76 3.5 4.6 15 130 150 260 1.0 4.8 120 140 240 1.1 5.0 120 140 240 5.2 d w v 20 67 A I 25 30 35 40 P:Wrojects12012112-1095.03 Riverbend(Standard Pacific Hom es)IGeo Uppendices Upp E-CPT Soundings Done cGFA INTERNATIONAL L i 521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986 PHONE:(772)924-3575 - FAx:(772)924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes,South Florida D ate: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development:Lots 1-47 lab No.: NE Corner of Gilson Rd&NW Turnabout Ln,St.Lucie County,FL' Field Crew: PN1/WN Rig ID: OshKosh Location: CPT @ Lot 12(Back) N27.223281 W80.294771 Page: 1 of 1 Elevation: Existing Grade Cone Bearing,qc(tsf) Field Data q. FR Depth rlcfion Ratio,FR P P+S (tst) (meters) 0 40 80 120 160 200 240 280 320', l 4 6 8 0 20 40 3.3 0.2 40 50 80 1.7 0.4 50 60 100 1.3 0.6 60 70 120 0.2 0.8 58 60 116 1.6 1.0 48 62 96 2.1 1.2 45 60 90 2.2 1.4 5 43 58 86 2.0 1.6 45 58 90 1.9 1.8 42 55 84 2.2 2.0 . 38 52 76 3.0 2.2 45 62 90 1.5 2.4 30 40 60 2.2 2.6 15 25 30 3.5. 2.8 22 30 44 3.3 3.0 10 22 33 44 3.0 3.2 20 30 40 3.0 3.4 25 34 50 2.1 3.6 20 28 40 3.3 3.8 18 28 36 2.9 4.0 32 40 64 3.7 4.2 40 58 80 3.3 4.4 70 90 140 1.9 4.6 15 70 90 140 1.9 4.8 70 90 140 1.9 5.0 60 80 120 5.2 a^� 42 42 20 I. A 25 I. 30 35 i I 40 i i P:IProjects12012112-1095.03 Riverbend(Standard Pacific Homes)IGeoWppendicesWpp E-CPT Soundings Done